1. In the process of bottom cleaning and wall brushing, natural precipitation is also carried out in the trough section. After the end of wall brushing, the bottom cleaning is started until the feeling of hitting the hammer appears, indicating that the sediment at the bottom of the trough is cleaned in place.
Details >CSM construction guide wall method measurement setting out: according to the underground diaphragm wall axis to determine the guide wall excavation position; After the completion of measurement setting out, please check the general contractor; Excavation: After measuring and setting out, sprinkle white gray line, and excavate guide wall by combining mechanical excavation and manual dressing. The excavation elevation is controlled by manual dressing;
Details >The main reason for the jam is that the upper neck shrinkage leads to the width of the groove becomes smaller and the jam is stuck. Therefore, as long as the mud is well controlled, the phenomenon of jam can be prevented.
Details >CSM construction method for the reinforcement cage can not be placed in place to prevent and deal with the measures of groove perpendicularity influence of groove perpendicularity is the first key to ensure the smooth discharge of the reinforcement cage, for the "one" type groove section of the perpendicularity must be controlled within the design requirements to ensure that the reinforcement cage smoothly into the groove; The perpendicularity of the special-shaped groove section must be controlled within the design requirements to ensure that the steel cage can be smoothly sloted.
Details >(1) The specifications and quality of the steel bars entering the site shall meet the design requirements, and a warranty shall be attached. Raw materials shall be sampled and submitted for inspection according to the construction code. (2) Before making the steel cage, straighten the main reinforcement, remove the dirt and rust on the surface of the steel bar, and accurately control the length of the steel bar. (3) The steel cage is made of ring mold:
Details >The prestressing process of prestressed steel composite support construction and the problems to be paid attention to: 1. The order of prestressing is as follows after the layout of each component of the tool type composite support is completed
Details >Prestressed steel composite support construction datum point setting and cable positioning requirements: Before installing enclosing purlin, the axis datum point shall be determined, and the base point of the inner side of two adjacent corners of the foundation pit shall be calculated by the total station or theodolite through the coordinate, and the plane installation and positioning shall be carried out by the method of wire hanging through the base point. The deviation of the actual installation axis must not exceed 5mm.
Details >Prestressed steel composite support bracket and the support beam installation should pay attention to the following: installation of bracket is important to control the level of elevation, through the gusset, to hold, the stomach of beam positioning elevation pushes its top level elevation, the error must not exceed 5 mm, the top elevation difference between bracket should not be greater than L / 1500 (L) for spacing, and should not be greater than 10 mm; Upper elevation of bracket = center elevation of support structure - (1/2 H steel specification + support beam specification).
Details >The position and elevation of the triangular bracket shall be determined according to the design drawing. If there is any change, the consent of the design unit shall be obtained and written permission shall be obtained.
Details >Prestressed steel composite supporting pillar of construction, a project with a strong foundation in Shanghai as an example: lofting data calculation, check, construction lofting (small kind pile) using the polar coordinate method, according to the positioning drawings and to calculate each pile to pile bitmap station distance, Angle, fills in single well construction, through the calculation of independent, proofreading, respectively to review and sign.
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